| Plan Review Notes For Permit 15091310 |
| Permit Number |
15091310 |
|
| Review Stop |
P |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2015-11-09 15:54:09 | | | | 1ST REVIEW: FBC 2014 | | | | | | GEORGE JOHNSON | | | PLUMBING PLANS EXAMINER | | | CITY OF WEST PALM BEACH | | | 561-805-6711 | | | [email protected] | | | | | | PLUMBING COMMENTS | | | | | | | | | 1.SHOW CALCULATION FOR ROO SCUPPERS. | | | PER WPB AMEND. TP FBC SEC 107.2.1.3 | | | 2.IT IS UNCLEAR WHER SUPPERS ARE LOCATED PLEASE | | | CLEARIFY.\ | | | PER WPB AMEND. TP FBC SEC 107.2.1.3 | | | 3.SCUPPERS SHALL COPLY WITH FBC P SEC 1108.1 SECONDARY | | | (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS. | | | WHERE ROOF DRAINS ARE REQUIRED, SECONDARY (EMERGENCY | | | OVERFLOW) ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED | | | WHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS ABOVE THE | | | ROOF IN SUCH A MANNER THAT WATER WILL BE ENTRAPPED IF | | | THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY REASON. | | | 1108.3 SIZING OF SECONDARY DRAINS. | | | SECONDARY (EMERGENCY) ROOF DRAIN SYSTEMS SHALL BE SIZED | | | IN ACCORDANCE WITH SECTION 1106 BASED ON THE RAINFALL | | | RATE FOR WHICH THE PRIMARY SYSTEM IS SIZED IN TABLES | | | 1106.2(1), 1106.2(2), 1106.3 AND 1106.6. SCUPPERS SHALL | | | BE SIZED TO PREVENT THE DEPTH OF PONDING WATER FROM | | | EXCEEDING THAT FOR WHICH THE ROOF WAS DESIGNED AS | | | DETERMINED BY SECTION 1101.7. SCUPPERS SHALL HAVE AN | | | OPENING DIMENSION OF NOT LESS THAN 4 INCHES (102 MM). | | | THE FLOW THROUGH THE PRIMARY SYSTEM SHALL NOT BE | | | CONSIDERED WHEN SIZING THE SECONDARY ROOF DRAIN SYSTEM. |
|
